TY  - JOUR
AU  - Poulikakos, Lily
AU  - Pasquini, Emiliano
AU  - Tušar, Marjan
AU  - Hernando, David
AU  - Wang, Di
AU  - Mikhailenko, Peter
AU  - Pasetto, Marco
AU  - Baliello, Andrea
AU  - Cannone Falchetto, Augusto
AU  - Miljković, Miomir
AU  - Orešković, Marko
AU  - Viscione, Nunzio
AU  - Saboo, Nikhil
AU  - Orozco, Gabirel
AU  - Lachance-Tremblay, Eric
AU  - Vaillancourt, Michel
AU  - Rafiq Kakar, Muhammed
AU  - Bueche, Nicolas
AU  - Stoop, Jan
AU  - Wouters, Lacy
AU  - Dalmazzo, Davide
AU  - Pinheiro, Gustavo
AU  - Vasconcelos, Kamilla
AU  - Moreno Navarro, Fernando
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2811
AB  - This research aims to determine if the observed improvements using polyethylene (PE) waste in asphalt binder translate into better performance at the asphalt mixture scale in the laboratory environment while overcoming the stability and homogeneity issues experienced at the binder level. This is accomplished through a round-robin multinational experimental program covering four continents, with the active participation of eleven laboratories within the RILEM TC 279-WMR. PE modified AC16 mixtures were prepared employing the dry process using local materials with the PE waste provided by one source. Various mechanical tests were performed to investigate the compactability, strength, moisture sensitivity, stiffness and permanent deformation. Compared to the control mixtures, the following observations were made for PE modified mixtures: easier to compact, lower time dependence of stiffness, higher elastic behavior, lower creep rate, and higher creep modulus. Furthermore, cyclic compression test results showed that the resistance to permanent deformation is improved when using PE in asphalt mixtures, whereas the wheel tracking tests showed relatively similar or better results when 1.5% PE was added to the control mixture. The wheel tracking test results in water showed an increase in deformation with increasing PE content. The interlaboratory investigation showed that the use of PE as a performance enhancing additive in asphalt pavements is a viable, environmentally friendly option for recycling waste plastic and could potentially reduce the use of polymer additives in asphalt.
PB  - Elsevier
T2  - Journal of Cleaner Production
T1  - RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste
VL  - 375
DO  - https://doi.org/10.1016/j.jclepro.2022.134124
ER  - 

@article{
author = "Poulikakos, Lily and Pasquini, Emiliano and Tušar, Marjan and Hernando, David and Wang, Di and Mikhailenko, Peter and Pasetto, Marco and Baliello, Andrea and Cannone Falchetto, Augusto and Miljković, Miomir and Orešković, Marko and Viscione, Nunzio and Saboo, Nikhil and Orozco, Gabirel and Lachance-Tremblay, Eric and Vaillancourt, Michel and Rafiq Kakar, Muhammed and Bueche, Nicolas and Stoop, Jan and Wouters, Lacy and Dalmazzo, Davide and Pinheiro, Gustavo and Vasconcelos, Kamilla and Moreno Navarro, Fernando",
year = "2022",
abstract = "This research aims to determine if the observed improvements using polyethylene (PE) waste in asphalt binder translate into better performance at the asphalt mixture scale in the laboratory environment while overcoming the stability and homogeneity issues experienced at the binder level. This is accomplished through a round-robin multinational experimental program covering four continents, with the active participation of eleven laboratories within the RILEM TC 279-WMR. PE modified AC16 mixtures were prepared employing the dry process using local materials with the PE waste provided by one source. Various mechanical tests were performed to investigate the compactability, strength, moisture sensitivity, stiffness and permanent deformation. Compared to the control mixtures, the following observations were made for PE modified mixtures: easier to compact, lower time dependence of stiffness, higher elastic behavior, lower creep rate, and higher creep modulus. Furthermore, cyclic compression test results showed that the resistance to permanent deformation is improved when using PE in asphalt mixtures, whereas the wheel tracking tests showed relatively similar or better results when 1.5% PE was added to the control mixture. The wheel tracking test results in water showed an increase in deformation with increasing PE content. The interlaboratory investigation showed that the use of PE as a performance enhancing additive in asphalt pavements is a viable, environmentally friendly option for recycling waste plastic and could potentially reduce the use of polymer additives in asphalt.",
publisher = "Elsevier",
journal = "Journal of Cleaner Production",
title = "RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste",
volume = "375",
doi = "https://doi.org/10.1016/j.jclepro.2022.134124"
}

Poulikakos, L., Pasquini, E., Tušar, M., Hernando, D., Wang, D., Mikhailenko, P., Pasetto, M., Baliello, A., Cannone Falchetto, A., Miljković, M., Orešković, M., Viscione, N., Saboo, N., Orozco, G., Lachance-Tremblay, E., Vaillancourt, M., Rafiq Kakar, M., Bueche, N., Stoop, J., Wouters, L., Dalmazzo, D., Pinheiro, G., Vasconcelos, K.,& Moreno Navarro, F.. (2022). RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste. in Journal of Cleaner Production
Elsevier., 375.
https://doi.org/https://doi.org/10.1016/j.jclepro.2022.134124

Poulikakos L, Pasquini E, Tušar M, Hernando D, Wang D, Mikhailenko P, Pasetto M, Baliello A, Cannone Falchetto A, Miljković M, Orešković M, Viscione N, Saboo N, Orozco G, Lachance-Tremblay E, Vaillancourt M, Rafiq Kakar M, Bueche N, Stoop J, Wouters L, Dalmazzo D, Pinheiro G, Vasconcelos K, Moreno Navarro F. RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste. in Journal of Cleaner Production. 2022;375.
doi:https://doi.org/10.1016/j.jclepro.2022.134124 .

Poulikakos, Lily, Pasquini, Emiliano, Tušar, Marjan, Hernando, David, Wang, Di, Mikhailenko, Peter, Pasetto, Marco, Baliello, Andrea, Cannone Falchetto, Augusto, Miljković, Miomir, Orešković, Marko, Viscione, Nunzio, Saboo, Nikhil, Orozco, Gabirel, Lachance-Tremblay, Eric, Vaillancourt, Michel, Rafiq Kakar, Muhammed, Bueche, Nicolas, Stoop, Jan, Wouters, Lacy, Dalmazzo, Davide, Pinheiro, Gustavo, Vasconcelos, Kamilla, Moreno Navarro, Fernando, "RILEM interlaboratory study on the mechanical properties of asphalt mixtures modified with polyethylene waste" in Journal of Cleaner Production, 375 (2022),
https://doi.org/https://doi.org/10.1016/j.jclepro.2022.134124 . .

TY  - JOUR
AU  - Miljković, Miomir
AU  - Mladenović, Goran
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/255
AB  - Warm-mix asphalt (WMA) represents the group of technologies that enables reduction of temperatures at which the asphalt mixture is produced and placed. WMA is produced at 20 to 55°C lower temperatures than those typical for hot-mix asphalt (HMA). Consequently to lower temperatures, WMA has a set of benefits comparing to HMA. Primary benefits of WMA include reduced fuel and energy consumption, reduced green house gasses (GHG) and other harmful substances emissions, reduced workers exposure to harmful impacts, particularly with mastic asphalt, and range of other paving benefits. Hence, the development of WMA technologies application could be significant contribution towards sustainable development concept realization. General expectation of WMA is that their overall performance is equal of better then HMA, which is proven by some laboratory investigations and short-term field performance in Europe (3 years of less). Further application of WMA also requires adjusting of pavement performance related specifications. .
AB  - Asfaltne mešavine po toplom postupku (warm-mix asphalt, WMA), predstavljaju grupu tehnologija koje omogućavaju snižavanje temperatura na kojima se asfaltna mešavina proizvodi i ugrađuje. WMA se proizvodi na oko 20 do 55°C nižim temperaturama nego što je to uobičajeno za asfaltne mešavine po vrućem postupku (HMA). Kao posledica niže temperature, WMA ima niz prednosti u poređenju sa HMA mešavinama. Osnovne prednosti WMA uključuju smanjenu potrošnju goriva i energije, smanjenu emisiju gasova staklene bašte (GHG) i drugih štetnih materija, smanjenu izloženost radnika štetnim uticajima, posebno kada je u reč o livenom asfaltu, i niz prednosti u pogledu ugrađivanja. Stoga, razvoj primene WMA tehnologija bi mogao predstavljati značajan doprinos realizaciji koncepta održivog razvoja. Opšte očekivanje u pogledu WMA je da njihovo sveukupno ponašanje bude podjednako dobro ili bolje od HMA, što je potvrđeno nekim laboratorijskim ispitivanjima i kratkoročnim ponašanjem na terenu u Evropi (3 godine ili manje). Dalja primena WMA zahteva i prilagođavanje specifikacija u pogledu ponašanja kolovoznih konstrukcija u eksploataciji.
PB  - Srpsko društvo za puteve VIA-VITA, Beograd
T2  - Put i saobraćaj
T1  - Warm-mix asphalt technologies in Europe and USA
T1  - Tehnologije asfaltnih mešavina po toplom postupku u Evropi i SAD
EP  - 22
IS  - 3
SP  - 11
VL  - 56
UR  - https://hdl.handle.net/21.15107/rcub_grafar_255
ER  - 

@article{
author = "Miljković, Miomir and Mladenović, Goran",
year = "2009",
abstract = "Warm-mix asphalt (WMA) represents the group of technologies that enables reduction of temperatures at which the asphalt mixture is produced and placed. WMA is produced at 20 to 55°C lower temperatures than those typical for hot-mix asphalt (HMA). Consequently to lower temperatures, WMA has a set of benefits comparing to HMA. Primary benefits of WMA include reduced fuel and energy consumption, reduced green house gasses (GHG) and other harmful substances emissions, reduced workers exposure to harmful impacts, particularly with mastic asphalt, and range of other paving benefits. Hence, the development of WMA technologies application could be significant contribution towards sustainable development concept realization. General expectation of WMA is that their overall performance is equal of better then HMA, which is proven by some laboratory investigations and short-term field performance in Europe (3 years of less). Further application of WMA also requires adjusting of pavement performance related specifications. ., Asfaltne mešavine po toplom postupku (warm-mix asphalt, WMA), predstavljaju grupu tehnologija koje omogućavaju snižavanje temperatura na kojima se asfaltna mešavina proizvodi i ugrađuje. WMA se proizvodi na oko 20 do 55°C nižim temperaturama nego što je to uobičajeno za asfaltne mešavine po vrućem postupku (HMA). Kao posledica niže temperature, WMA ima niz prednosti u poređenju sa HMA mešavinama. Osnovne prednosti WMA uključuju smanjenu potrošnju goriva i energije, smanjenu emisiju gasova staklene bašte (GHG) i drugih štetnih materija, smanjenu izloženost radnika štetnim uticajima, posebno kada je u reč o livenom asfaltu, i niz prednosti u pogledu ugrađivanja. Stoga, razvoj primene WMA tehnologija bi mogao predstavljati značajan doprinos realizaciji koncepta održivog razvoja. Opšte očekivanje u pogledu WMA je da njihovo sveukupno ponašanje bude podjednako dobro ili bolje od HMA, što je potvrđeno nekim laboratorijskim ispitivanjima i kratkoročnim ponašanjem na terenu u Evropi (3 godine ili manje). Dalja primena WMA zahteva i prilagođavanje specifikacija u pogledu ponašanja kolovoznih konstrukcija u eksploataciji.",
publisher = "Srpsko društvo za puteve VIA-VITA, Beograd",
journal = "Put i saobraćaj",
title = "Warm-mix asphalt technologies in Europe and USA, Tehnologije asfaltnih mešavina po toplom postupku u Evropi i SAD",
pages = "22-11",
number = "3",
volume = "56",
url = "https://hdl.handle.net/21.15107/rcub_grafar_255"
}

Miljković, M.,& Mladenović, G.. (2009). Warm-mix asphalt technologies in Europe and USA. in Put i saobraćaj
Srpsko društvo za puteve VIA-VITA, Beograd., 56(3), 11-22.
https://hdl.handle.net/21.15107/rcub_grafar_255

Miljković M, Mladenović G. Warm-mix asphalt technologies in Europe and USA. in Put i saobraćaj. 2009;56(3):11-22.
https://hdl.handle.net/21.15107/rcub_grafar_255 .

Miljković, Miomir, Mladenović, Goran, "Warm-mix asphalt technologies in Europe and USA" in Put i saobraćaj, 56, no. 3 (2009):11-22,
https://hdl.handle.net/21.15107/rcub_grafar_255 .